http://rdf.ncbi.nlm.nih.gov/pubchem/patent/BE-1008191-A3
Outgoing Links
| Predicate | Object |
|---|---|
| assignee | http://rdf.ncbi.nlm.nih.gov/pubchem/patentassignee/MD5_52be6d9ef653db2a933067607ad3a0f7 |
| classificationCPCAdditional | http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/C04B2111-0075 |
| classificationCPCInventive | http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/E01C11-18 http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/E04F15-12 http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/C04B14-48 http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/C04B28-02 http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/E01C7-14 |
| classificationIPCInventive | http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/C04B14-48 http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/C04B28-02 http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E04F15-12 http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E01C7-14 http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E01C11-18 |
| filingDate | 1991-11-29-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| grantDate | 1996-02-13-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| inventor | http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_9fb937c95745bfcda129a2d36b65e2ad http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_8bebda22aacc398c65f47ae73641cf41 |
| publicationDate | 1996-02-13-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| publicationNumber | BE-1008191-A3 |
| titleOfInvention | PROCESS FOR PRODUCING CONTINUOUS INDUSTRIAL PAVEMENTS OR AREAS IN FIBER REINFORCED COMPACTED CONCRETE. |
| abstract | The invention relates to a process for producing pavements or continuous industrial areas without joints where the cracking is regularly distributed and of limited opening, this process is characterized by the operations consisting in: - preparing a concrete with cement content between 240 and 400 kg of cement per cubic meter, with a water content of between 95 liters and 155 liters per cubic meter, - add to the concrete during mixing kneaded steel fibers with non-deformable anchoring device at a rate of mass concentration between 1.25% and 3%, lower and upper limit proportion taking into account the cracking control and the placement of the concrete, the concrete being made up of between 4 and 10% of fine elements less than 250 microns , between 25 and 35% of elements less than 2 mm, between 40 and 55% of elements less than 4 mm, between 60 and 75% of elements less than 8 mm, 90% of elements less than 16 mm, - lay the concrete reinforced with fibers according to the traditional methods of rolled concrete compacted using a finishing train, - compact by rolling with a vibrating roller and using a tire compactor ... |
| priorityDate | 1991-11-29-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| type | http://data.epo.org/linked-data/def/patent/Publication |
Incoming Links
Total number of triples: 28.